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DVN*CMJRrp(mv.312KAU <br /> ect®r ngineering rocs MOISTURE/DENSITY RELATIONSHIPS <br /> 143E Spring h08 DnW,Gras Valley,CA 95945(530)272-2448 <br /> LABORATORY SERWCES TEST REPORT <br /> ClAenrASTM D- 1557 <br /> Protect No.: Lea Log No.: <br /> Amk ForwardName: , Inc. 021605.03 Report Data- CL-5 <br /> Forward Landfill September 30 2003 <br /> 140 - <br /> 135 -- <br /> 130 --- <br /> 40135130 <br /> 100% Saturation Curve <br /> Specific Gravity app. 2.7 <br /> v <br /> 125 <br /> - <br /> CX <br /> w <br /> 120 ---- <br /> 110 -- <br /> 105 ---- <br /> 100 <br /> 20110105100 <br /> 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 <br /> Water Content, % <br /> $ Lab Sample Description Maximum Optimum Water <br /> No. Identification Dry Density Content <br /> to pcf kg/m" % <br /> ■ <br /> CL-5 CL-5 9-30-03 Light Brown Silty CLAY 115.5 1.85 15.5 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> ■ CL-5 with 0 Percent+3/4"Gravel, the maximum Dry Density 115.5 15.5 <br /> Note: The test was conducted as method A with 0 percent retained on the no. 4 sieve(minus 3/4") <br /> These results apply only to the above listed samples.The data and information are proprietary and can not be released without authorization of Vector Engineering Inc. <br /> accepting the data and results represented on this page,client agrees to limit the liability of Vector Engineering,Inc.from Client and all other parties claims arising out of the use of <br /> is data to the cost for the respective test(s)represented here,and Client agrees to Indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br /> L:Lebexcel 1 Pmlecta 120021021605 1 CL-5-cmp.xis Test By: Enter By Ck. By <br /> DCN:CMP-rp(rev.3,2"3) KAU <br />